Relevant bibliographies by topics / Highway capacity Highway capacity Traffic flow Traffic flow Traffic congestion Traffic congestion bottlenecks

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Academic literature on the topic 'Highway capacity Highway capacity Traffic flow Traffic flow Traffic congestion Traffic congestion bottlenecks'

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Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Highway capacity Highway capacity Traffic flow Traffic flow Traffic congestion Traffic congestion bottlenecks"

Kondyli, Alexandra, David K. Hale, Mohamadamin Asgharzadeh, Bastian Schroeder, Anxi Jia, and Joe Bared. "Evaluating the Operational Effect of Narrow Lanes and Shoulders for the Highway Capacity Manual." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 10 (2019): 558–70. http://dx.doi.org/10.1177/0361198119849064.

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Unnecessary traffic delays and vehicle emissions have adverse effects on quality of life. To solve the traffic congestion problem in the U.S.A., mitigation or elimination of bottlenecks is a top priority. Agencies across the U.S.A. have deployed several congestion mitigation strategies, such as lane and shoulder width reduction, which aim to adding lanes without significantly altering the footprint of the freeway. A limited number of studies have evaluated the operational benefits of lane narrowing. Although the Highway Capacity Manual does account for lane and shoulder widths, the adjustments

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Ilicali, Mustafa, Necati Catbas, Mehmet Kiziltas, and Aybike Ongel. "Multimodal Transportation Issues in Istanbul: A Case Study for Traffic Redistribution due to Long Span Bridge Rehabilitation." Advanced Materials Research 831 (December 2013): 413–17. http://dx.doi.org/10.4028/www.scientific.net/amr.831.413.

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In this paper, the use of multimodal transportation systems for Istanbul was reviewed. It was seen that there is a high imbalance towards the use of highway transportation. Especially, the marine and the railroad lines are underutilized and have not developed properly over the years. Due to extensive use of highway transportation, inter-and intra-city traffic experiences extensive congestions, delays, time and monetary losses. One of the bottlenecks of this congestion is at the Bosphorus Straight where there are two long span bridges. Recently, one of the bridges on the strait, Fatih Sultan Me

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CHEN, KAI, KIA MAKKI, and NIKI PISSINOU. "MACHINE LEARNING ON CONGESTION ANALYSIS BASED REAL-TIME NAVIGATION SYSTEM." International Journal on Artificial Intelligence Tools 20, no. 04 (2011): 753–81. http://dx.doi.org/10.1142/s0218213011000346.

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In the metropolitan region, most congestion or traffic jams are caused by the uneven distribution of traffic flow that creates bottleneck points where the traffic volume exceeds the road capacity. Additionally, unexpected incidents are the next most probable cause of these bottleneck regions. Moreover, most drivers are driving based on their empirical experience without awareness of real-time traffic situations. This unintelligent traffic behavior can make the congestion problem worse. Prediction based route guidance systems show great improvements in solving the inefficient diversion strategy

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Mufhidin, Amar, and Eviani Subiastuti. "Traffic Analysis Due To Development on Off Ramp Becakayu Highway." IJTI (International Journal of Transportation and Infrastructure) 4, no. 1 (2020): 36–43. http://dx.doi.org/10.29138/ijti.v4i1.1163.

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The kalimalang highway is a connecting road between the city of Jakarta and Bekasi, the high mobility of passenger vehicles and goods is a problem of congestion that must be minimized. The volume of vehicles on the Kalimalang highway has increased quite high each year, but this has not been matched by growth in capacity. Therefore the government plants to build the Becakayu toll road to reduce congestion. This study aims to determine bottlenecks that occur due to the construction of an off-ramp on the Becakayu toll road, especially in section 2A, which is located on Jl. Veteran, while the loca

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Lagerev, Roman, Denis Kapski, Marija Burinskienė, and Andrius Barauskas. "REDUCING A POSSIBILITY OF TRANSPORT CONGESTION ON FREEWAYS USING RAMP CONTROL MANAGEMENT." Transport 32, no. 3 (2017): 314–20. http://dx.doi.org/10.3846/16484142.2017.1336643.

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Merge junctions are the key elements in the freeway system, as they are likely to function as bottlenecks. Investigations into breakdown occurrence at ramp junctions have demonstrated that when the groups of several vehicles following each other enter the freeway from the ramp, they are expected to create ‘turbulence’ resulting from lane changes, decelerations of vehicles on the mainline and inevitably by the cars merging from the on-ramp. This turbulence can lead to breakdown when the level of mainline demand is adequately high. In other words, the impact of a ramp vehicle on capacity is high

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Andjelkovic, Stefan, and Vladan Tubić. "Highway capacity in work zones – experiences in foreign conditions." Put i saobraćaj 66, no. 3 (2020): 49–58. http://dx.doi.org/10.31075/pis.66.03.07.

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Traffic management in the highway work zones is a challenge for all traffic engineers. Road work zones are one of the most significant problems for the normal realization of traffic conditions, which can cause various consequences that will greatly reduce capacity and reduce the level of service. On the sections in the work zone, bottlenecks appear, which result in congestion, ie. lead to an imbalance of traffic demand and road capacity. This paper provides an overview of the literature and foreign experiences and ways of regulating traffic in the work zones on the highway. Bearing in mind tha

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Kerner, Boris S. "Theory of Breakdown Phenomenon at Highway Bottlenecks." Transportation Research Record: Journal of the Transportation Research Board 1710, no. 1 (2000): 136–44. http://dx.doi.org/10.3141/1710-16.

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On the basis of an empirical study of congestion occurring at a freeway bottleneck, it is shown that the congested regime can exist under a large variation of the discharge flow rate downstream of the bottleneck. This variation can be from about 1,600 to 1,700 vehicles/h to 2,600 to 2,700 vehicles/h per lane. A criticism of the application of queuing theories for the description of traffic pattern features is given. An explanation is given of the features of a congested regime on the basis of the recently discovered properties of synchronized flow as a new traffic phase.

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Broeren, Patrick T. W., and Dirk Westland. "Traffic Flow Control in Congested Motorway Networks Using Buffers." Transportation Research Record: Journal of the Transportation Research Board 1612, no. 1 (1998): 34–41. http://dx.doi.org/10.3141/1612-05.

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Around large urban areas, daily recurrent congestion in the form of queueing at bottlenecks is nowadays a normal pattern. Apart from the congestion that directly follows from the capacity deficit at bottlenecks, more and more motorways are affected by a secondary congestion problem due to blocking of motorway exits and entries by long queues that build up upstream of bottlenecks, causing delay to travelers who are not going through the bottleneck. A solution to avoid congestion-induced blockage is the construction of so-called buffer facilities. These are local widenings of the motorway by add

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Wang, Li, Shimin Lin, Jingfeng Yang, et al. "Dynamic Traffic Congestion Simulation and Dissipation Control Based on Traffic Flow Theory Model and Neural Network Data Calibration Algorithm." Complexity 2017 (2017): 1–11. http://dx.doi.org/10.1155/2017/5067145.

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Traffic congestion is a common problem in many countries, especially in big cities. At present, China’s urban road traffic accidents occur frequently, the occurrence frequency is high, the accident causes traffic congestion, and accidents cause traffic congestion and vice versa. The occurrence of traffic accidents usually leads to the reduction of road traffic capacity and the formation of traffic bottlenecks, causing the traffic congestion. In this paper, the formation and propagation of traffic congestion are simulated by using the improved medium traffic model, and the control strategy of c

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Zanjad, Shradha S. "An Efficient Scheduling of Flyover at Grade Intersection under Mixed Traffic Environment." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 824–33. http://dx.doi.org/10.22214/ijraset.2021.36484.

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A flyover is a bridge constructed along an intersecting highway over an at-grade intersection. It allows two –direction traffic to flow at free flow speed on the bridge. The flyover is one of the methods for solving traffic problems at at-grade junctions on highways including capacity, congestion, long delay and queue length. Traffic signalization at the upgraded intersection often uses the same fixed time control plans, even after the installation of a flyover over the intersection. Most of the flyovers in India are constructed at the junctions on highway bypasses of big cities. The present w

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Dissertations / Theses on the topic "Highway capacity Highway capacity Traffic flow Traffic flow Traffic congestion Traffic congestion bottlenecks"

Chung, Koo Hong. "Understanding and mitigating capacity reductions at freeway bottlenecks." 2004. http://repositories.cdlib.org/cgi/viewcontent.cgi?article=1083&context=its.

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Thesis (Ph. D.)-- University of California, Berkeley, 2004. Includes bibliographical references (leaves 46-47). Also available online via the University of California eLibrary website (http://repositories.cdlib.org/).

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"The fundamental law of highway congestion: revisited with data from Japan." 2010. http://library.cuhk.edu.hk/record=b5894383.

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Cheung, Kin Tai. Thesis (M.Phil.)--Chinese University of Hong Kong, 2010. Includes bibliographical references (leaves 34-35). Abstracts in English and Chinese. Abstract --- p.i Acknowledgements --- p.iii Contents --- p.iv Chapter 1 --- Introduction --- p.1 Chapter 2 --- Literature Review --- p.4 Chapter 3 --- Data Description --- p.7 Chapter 4 --- Ordinary Least-Squares and Fixed-Effect Estimations --- p.10 Chapter 4.1 --- OLS Estimation --- p.10 Chapter 4.2 --- Fixed-Effect Estimation --- p.13 Chapter 5 --- Cross-sectional and Fixed-Effect IV Es

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Books on the topic "Highway capacity Highway capacity Traffic flow Traffic flow Traffic congestion Traffic congestion bottlenecks"

Alliance, American Highway Users. Unclogging America's arteries: Effective relief for highway bottlenecks, 1999-2004. American Highway Users Alliance, 2004.

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Relieving highway congestion through capacity enhancements and increased efficiency: Hearing before the Subcommittee on Highways and Transportation [i.e Transit] of the Committee on Transportation and Infrastructure, House of Representatives, One Hundred Seventh Congress, second session, May 21, 2002. U.S. G.P.O., 2002.

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Smadi, Ayman. Integrating planning and operations models to predict work zone traffic. Mountain-Plains Consortium, Advanced Traffic Analysis Center, Upper Great Plains Transportation Institute, North Dakota State University, 2008.

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Maryland. State Highway Administration. Project Planning Division. Environmental Planning Section. Draft section 4(f) evaluation: US 40 (South Philadelphia Boulevard) at MD 159 / MD 7 (Old Philadelphia Road) : Project no. HA348B21. Maryland State Highway Administration, Environmental Planning Division, 2013.

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Preliminary economic evaluation of alternatives for reducing congestion problems in Texas. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1996.

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Conference papers on the topic "Highway capacity Highway capacity Traffic flow Traffic flow Traffic congestion Traffic congestion bottlenecks"

Ntousakis, Ioannis A., Kallirroi Porfyri, Ioannis K. Nikolos, and Markos Papageorgiou. "Assessing the Impact of a Cooperative Merging System on Highway Traffic Using a Microscopic Flow Simulator." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-39850.

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Vehicle merging on highways has always been an important aspect, which directly affects the capacity of the highway. Under critical traffic conditions, the merging of main road traffic and on-ramp traffic is known to trigger speed breakdown and congestion. Additionally, merging is one of the most stressful tasks for the driver, since it requires a synchronized set of observations and actions. Consequently, drivers often perform merging maneuvers with low efficiency. Emerging vehicle technologies, such as cooperative adaptive cruise control and/or merging-assistance systems, are expected to ena

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Carroll, Ernest A., and Dan B. Rathbone. "Using an Unmanned Airborne Data Acquisition System (ADAS) for Traffic Surveillance, Monitoring, and Management." In ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-32916.

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This paper presents the history of and current status of a U.S. DOT and NASA sponsored program designed to demonstrate the feasibility of using a small-unmanned airborne data acquisition system (ADAS) for traffic surveillance, monitoring, and management. ADAS is ideally suited for application in monitoring traffic flow, traffic congestion, and supporting ITS assets. GeoData Systems (GDS), Inc., with principal offices at 10565 Lee Highway, Suite 100, Fairfax, VA 22030 has developed a revolutionary new class of airborne data acquisition systems. In this effort, GDS has teamed with traffic expert

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